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See Note 1 Below <br /> Existing6" Minim 6" CP avemen -s f -6" �{ -6" Min <br /> (Typ) (Tyh) <br /> 3'-0" �\ \/.. . See Note 2 Below <br /> \\ Compact in 12 max <br /> <\ layers to a min relative <br /> ------- \ \\ -------- <br /> _ i compaction of 95% _ Var <br /> ------ \� under pavement and \ ------- <br /> Var \\ _-- --_ \X 90% outside pavement:. <br /> \ Compact in 24" max OD 12" . <br /> \� layers to a min relative \/ <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact in 6" layers <br /> I to a min relative <br /> compaction of 90%. <br /> 10" Min OD -10" Min 10" Min OD —10" Min <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> S: <br /> 1 . New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - Ft. New base shall be 1" thicker than existing base, min of 0.50 Ft, <br /> 2. Select native material or imported granular material as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> 3. Relative compaction of materials shall be tested in accordance with <br /> the State of California, Dept. of Transportation Testing Manuals, ,test <br /> method No. California 216 or 231. <br /> 4. All existing pavement shall be neatly cut to Line prior to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right-of-way with <br /> a 3 year bond, when approved by the Director of Public Works. <br /> 6. When shown by soil composition and compact ability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 7. Special bedding and backfill requirements may be shown on the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> IPCAL TRENCH[ BACKFILL <br /> No. Revision Description Date <br /> �rCOUNTY OF SAN JOAQLTEV <br /> DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC .2014 td. Dwg. No. R-29 <br />